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R_Shenoy
SEFI Member
Joined: 20 Mar 2012
Posts: 12
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 Posted: Wed Apr 30, 2025 5:30 am Post subject: " "STAAD" "vs" "RCDC" "-" "Difference" "-" "Staad" "Support" "Reaction" "" "vs" "RCDC" "Piling" "Reaction" "in" "Pile" " |
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I have not used either of the softwares for a few years now, but from what I remember, RCDC uses column end forces at the base of the columns.
What is your foundation system? Have you modeled a raft or pile cap? If so, is this the source of the difference you have noticed?
--
Ramnath Shenoy
Structural Engineer
NF4, ' Bhaskara Nest',
#4, Seenappa Layout,
New BEL Road, RMV Extn 2nd Stage,
Bangalore 560 094.
Tel : 080-4167-4371
Cell : 0-93439-27705
Email : struct.engg@gmail.com (struct.engg@gmail.com)
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